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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-Finance AT LOYABAD BAZAAR PO BANSJORA DHANBAD 828101 | DHANBAD | DHANBAD | JHARKHAND | 828101 | ₹2.3 L | L1 | Accepted-Finance LOWEST QUOTED BIDDER AND TECHNICALLY QUALIFY |
| 2 | L2₹2.4 L+₹8,446.98 (3.68%)Rejected-Finance | ₹2.4 L+₹8,446.98 (3.68%) | L2 | Rejected-Finance QUOTED HIGHER THAN L-1 |
| 3 | L3₹2.8 L+₹49,222.85 (21.5%)Rejected-Finance | ₹2.8 L+₹49,222.85 (21.5%) | L3 | Rejected-Finance QUOTED HIGHER THAN L-1 |
| 4 | L4₹2.9 L+₹58,284.16 (25.4%)Rejected-Finance AT MOHLIDIH BHULI PO BHULI DHANBAD 828104 | DHANBAD | JHARKHAND | 828104 | ₹2.9 L+₹58,284.16 (25.4%) | L4 | Rejected-Finance QUOTED HIGHER THAN L-1 |
Tender Value
₹2.3 L
EMD Value
₹2,900
Closing Date
12 Aug 2026, 5:00 pmClosed
ACE, SIJUA
OFFICE OF ACE, SIJUA
Renovation of Gandhi smarak Primary school Ekra basti under Sijua Area
2026_BCCL_362824_1
GM/SA/Civil/2026-27/eNIT-25
Open Tender
Civil Works - Others
Percentage
21 days
EKRA BASTI
AS PER NIT
3 documents required · 3 mandatory
₹2,900
17 Sept 2026
1 Aug 2026
13 Aug 2026
3 Aug 2026
12 Aug 2026
3 Aug 2026
3 Aug 2026 - 8 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0Item Description/ Heading | |||||
| 1.01 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead Asbestos Cement sheet | 32.04 | sqm | 49.15 | ₹1,574.77 |
| 1.02 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) old flooring | 0.96 | cum | 1,457.35 | ₹1,399.06 |
| 1.03 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | 3.33 | cum | 1,232.8 | ₹4,105.22 |
| 1.04 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 6.48 | cum | 214.15 | ₹1,387.69 |
| 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).minal size derived from natural sources). | 1.89 | cum | 5,120.95 | ₹9,678.6 |
| 1.06 | Brick work with common fly ash F.P.S. (non modular) bricks class 7.5 in foundation all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 6.78 | cum | 5,002.04 | ₹33,913.83 |
| 1.07 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources). | 4.62 | sqm | 377.05 | ₹1,741.97 |
| 1.08 | Brick work with common fly ash F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.72 | cum | 6,190.9 | ₹29,221.05 |
| 1.09 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) | 83.8 | sqm | 222 | ₹18,603.6 |
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